HomeMy WebLinkAboutKMS Soil Compaction ReportKELLER, -SCHLEICHER & MacWILLIAM ENGINEERING. AND TESTING, INC.
MARTIN. (772) 337-7755 . F? O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)- 589-071.2
PALM BEACH' (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488, .
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D.1557 and ASTM ,D 2922
DATE TESTED
February12, 2018
KSM JOB # :.180479=1dlSS/ct
PERMIT #.
CONTRACTOR
Reid. Farmer
JOB -LOCATION - :
6100 Pinetree Drive
Ft.: Pierce,. Florida
ITEM TESTED -
Compacted Foundation Fill
TEST LOCATION
PEN
DEPTH
DRY MAX: DRY' PERCENT
OF SAMPLE
READ
DENSITY, PROCTOR VALUE COMPACTION.
1: N.W.
0" -12." 40
.104.2 108.8 95.8
Z.-N.E.
37
1.03.9 95.3
3..Center
" - 42
105.4. - 96.9
4. S.-E,.
39
103.7 " 95.3
: 5:: SW.
43
106.2 97.6
Soil Description:
110.0 1 I I l I I
Brown Fine Sand .
�►
E
I I I l
In -:Place Moisture:
I
G
I I f I
1os:o i .._..i_.._.�_.._ _.._j._.. �.._.._
9.9" Percent
H
Optimum Moisture:
T
12.0 Percent
P
108.0 .._.:�_.._ _.._i._.. .._.. �.._.._
Max. Dry Density:
I I I I I I
1.08.8:P.C.F.
—
F
@ Test -Locations The
I I I I I
Density &.Penetrometer
106.0 •� — I_ _ I _ _ I _ _I _ _ _
Readings Indicate the
DI
I I I 1 I
Degree of: Compaction
Meets Y
Minimum Required
105:0
for St ;tkedsF;%QdatIon
.9 10 1-1 -12 13 14 15
,, I$e�9iB� �Y3�1;en to.Natural Grade.
Moisture - % of Dry Weight
105 %.n.
JEllie eller, P.E
00@comcast.net.
'/ONA,.',.�,.
$11010p4stOYlonald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/13/2018 13:27 7725896469
KSM ENGINEERING
s
PAGE 01/01
a
KELLER, SCHLEICHER 8, MaCWILLIAM ENGINEERING AND TESTING, INC..
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SI=eAST1AN (772) 589d0712
PALM BEACH (661) 845-7445 www,ksmen9ineoring.net MELBOURNE (321) 768-Ma
FAX (561) $46-8876 E-Mail. KSM@KSM ENGINEERING. NET ST. LUCIE (772) 229-9093
C.A.; 5693 FAX (772) 569.6469
SOIL COMPACTION REPORT
ASTM 0 1557 and ASTM D 2922
DATE TESTED February 12, 2018 KSM J013 # : 180479-1d/SS/ct
PERMIT # 1111.0110
CONTRACTOR Reid. Farmer RECEIVED
JOB LOCATION 6100 Pinetree Drive FEB 13 2018
Ft. Pierce, Florida
ST. Lude County, Permitting
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
DEPTH K PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 40
104.2
108.8
95.8
2.
N.E.
37
103,9
95,3
3.
Center
42
105.4
96.9
4..S.E.
if 39
103.7
95.3
5_
S.W.
of 43
106.2
"
97.6
Soil Description:
Brown Fine Sand
In Place Moisture:
9.9 Percent
Optimum Moisture:
12.0 Percent
Max- Dry Density:
108.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for SIMeyd.F.,gyndation
i-LRe g,R4,,aken to Natural Grade.
100@comcast, net
110.0 I I I I I
W -
E I I I I I I
1 109.0 I I I I I j
G.._..��..,.�_.. _ ._.._
H I I I I 1
T
P 108.0 .._.'�.._
I I I j 1 I
c I i I
107.0
F �I 1
A.
106.0 �.._.�_.._ I _! _j._..�,.._..,
n I I �^ f �. I I
R I I I I I I
Y 105.0
•9 10 11 12` 13 14 15
Moisture - % of Dry Weight
,+s,4,Ronald G. Keller, PE.: 37293 / Si I.ic. No.: 8r)Q / Julie E. Keller, P.E,; 68366